smillmorel
d5ac3fca7e
Collection of engineering calculation projects (Python + Typst), each with input, calc script, tests, results, and generated PDF where available.
69 lines
1.5 KiB
JSON
69 lines
1.5 KiB
JSON
{
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"tool": "steel_beam",
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"version": "0.1",
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"project": "Casablanca Hotel - 16 Steel Joists Replacement",
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"prepared_by": "Conemco Engineering",
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"section": "W10X15",
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"values": {
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"beam_length_ft": 9.0,
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"unbraced_length_in": 108.0,
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"factored_uniform_load_kipft": 0.802444,
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"service_load_lbf_ft": 548.98,
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"moment_kipft": 8.124,
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"shear_kip": 3.611,
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"E_ksi": 29000.0,
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"Fy_ksi": 50.0,
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"Lp_in": 34.332994,
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"Lr_ft": 8.608917,
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"Lb_ft": 9.0,
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"rts_in": 1.01,
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"Fcr_ksi": 32.555772,
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"Mp_kipft": 66.666667,
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"MnLTB_kipft": 37.439137,
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"Mn_kipft": 37.439137,
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"phiMn_kipft": 33.695224,
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"Aw_in2": 2.5,
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"lambda": 38.5,
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"lambda_lim": 53.946344,
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"kv": 5.34,
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"Cv1": 1.0,
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"phi_v": 1.0,
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"phiVn_kip": 75.0,
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"delta_limit_in": 0.45,
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"delta_in": 0.040559,
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"ltb_mode": "elastic LTB",
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"section_A": 4.41,
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"section_d": 10.0,
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"section_b": 4.0,
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"section_tf": 0.25,
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"section_tw": 0.25,
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"section_Ix": 68.9,
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"section_Zx": 16.0,
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"section_Sx": 13.8,
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"section_Iy": 2.89,
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"section_Zy": 2.3,
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"section_Sy": 1.45,
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"section_ry": 0.81,
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"section_J": 0.104,
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"section_rts": 1.01,
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"section_ho": 9.72,
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"section_lambda": 38.5
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},
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"checks": {
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"flexure": {
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"demand": 8.124,
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"capacity": 33.695224,
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"ok": true
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},
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"shear": {
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"demand": 3.611,
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"capacity": 75.0,
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"ok": true
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},
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"deflection": {
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"demand": 0.040559,
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"capacity": 0.45,
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"ok": true
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}
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}
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}
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